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HomeMy WebLinkAboutR-40481200 O I 0 IN ICJ r I I I I i X 0 z Q 0 U cn Q rn N N O N rn N N E Q 0 0 3 N 0-) 00 / 0') 00 i CD CD CD 00 / U N 0 0 Q li! < Lq a) a L. N 0 25' 50' 100' SCALE: 1 "=50' FLOW SPREADER FOR UPSTREAM BASIN ASBUILT COMPOSITE UTILITY PLAN OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEE SHEET 24 FOR OFFSITE STORM EXTENSION I ' I DALPAY JAMES W JR DYKEMAN ROBERT E EX POWER POLE TO \ 778800-0070 I l � I I 334510-0510 � BE TO BE RELOCATED . \ 1 DIAZ JOHN M & TRICIA E I DALPAY JAMES W JR UNDERGROUND ALONG 3345100450 PROJECT FRONTAGE. ; \ TRACT D 15' 334510-0460 PS El 3 L... _ I I DALPAY PROPERTIES l DALPAY PROPERTIES L L C_, ; �.� �..••.. 334510 0511 Lso. ..... ........�.-..-.-.-.-_..-..--- - _ # 6 ......... L L C 0423059234 .... ..344.. � .. 35fl ..... --_---------- --- \ — — — — — CB#2 ; B 2 .......... ...::....... �, i — --- ------ ---• 1. .. 50 _ -- BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 POWER NOTE: EXISTING OVERHEAD POWER ALONG THE FRONTAGE OF UNION AVE NE SHALL BE RELOCATED UNDERGROUND. 1 RECORD DRAWINGS AS BUILT 4 SURFACE DRAINS NO. REVISION UTILITY CROSSING NOTES: 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. UTILITY SEPARATION NOTES: 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. TJS 1/12/22 BJT suRVEym: DESIGNED: TJS TJS 1 14 2 BJT DRAWN:TJS CHECKED: BY DATE APPR APPROVED: BJT SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. WALL DRAIN KEYNOTES: CONNECT FOOTING DRAINS. DAYLIGHT WALL DRAIN 6" DIAMETER ROCKERY SURFACE DRAIN SURROUNDED BY CLEAN WASHED -" DRAIN ROCK. SEE DETAIL ON SHEET 15. ®COMBINED WALL DRAIN AND ROCKERY SURFACE DRAIN DOWNSTREAM OF ALL ASSOCIATED ROCKERIES. VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M AO % % CITY OF PRI RENTON Nksliv Planning/Building/Public Works Dept. 36' SPu WATER IIA --T --N.0 ill.... Mil.- l j Q cli _ l — ? EX POWER POLE TO co..: I l BE REMOVED. POWER O TO BE RELOCATED l O UNDERGROUND ALONG O - — — — — — —L - PROJECT FRONTAGE. •.1r.:p: X SSMH#10411 00 00 TAB . . Qx ph z 423 p �� L �� NACD • II 2/ 7/2022 88G20-0050 V 0 ur iu lw� J I GPpp�O i O OHO O n-+ p��'$� +� m Z3 t 0 e uF'.I Z '~ n I KANG THOMAS 880920-0030 C W N j -00 .I° X SSMH#10476 00 (N or)N 1.0 4 1,9 WONG WAI KAI r L0 4-7N 880920-0020 O N � Ln in 510Y� S-404801 W-404801 1 d R-404812, IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT COMPOSITE UTILITY PLAN FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q w LIJ U co Q 00 T oc w %p ` DATE: 2/7/2022 m O FIELDBOOK: PAGE: (� L. J DRAWING NO: W Q v, SHEET: 1L ^ OF: � u— m